L01 - FIRST FLOOR
(26.10)
0'-0"
MANSARD
50'-6 1/8"
111
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
6 7 102 3 5 8 1294
HIGH PARAPET
57'-3 1/8"
E10
A3.41
K10
A3.41
B.O. SKIRT
12'-8"
B.O. CONCRETE
14'-10"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1" PLATE HEIGHT A
9'-1"9'-4" 9'-4"
7'-6"7'-6" 8'-0"
OVERALL BUILDING HEIGHT
59'-8"
E10
A3.42
0904
L05 - T.O. PLATE/ROOF B
48'-4 3/8"
PLATE HEIGHT B
9'-11"
A10.25
F2
TYP.
A10.25
H2
TYP.
0905
0904
0904
0901
0904
0904
0904
0514
0502
0514
0502
TYP.
2608
0522
0526
D4
A10.24
K2
A10.24
F4
A10.24
H4
A10.24
TYP.
TYP.
TYP.
TYP. K2
A10.29
K4
A10.29
D2
A10.29
B6
A10.21
D4
A10.29
F6
A10.24
G12
A10.29
0503
L01 - FIRST FLOOR
(26.10)
0'-0"
MANSARD
50'-6 1/8"
A N
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
C E G H J MB QD L
HIGH PARAPET
57'-3 1/8"
E10
A3.40
PLATE HEIGHT
10'-1" PLATE HEIGHT A
9'-1"
B.O. CONCRETE
14'-10"
OVERALL BUILDING HEIGHT
59'-8"
K10
A3.40
F
PLATE HEIGHT
10'-1"
B.O. SKIRT
12'-8"
9'-4" 9'-4"
7'-6"7'-6"7'-6"
L05 - T.O. PLATE/ROOF B
48'-4 3/8"
PLATE HEIGHT B
9'-11"
0514
0503
0514
0503
3 COAT 20/30 FINE SAND COAT
W/ INTEGRAL COLOR
PAINTED STUCCO:
ROOF TOPPING: SLOPED / MANSARD ROOFS:
STANDING SEAM METAL ROOF
SEE ROOF ASSEMBLY
GLASS/WINDOWS:
ANODIZED ALUMINUM STOREFRONT,
KAWNEER "BLACK" #40
ALUMINUM STOREFRONT:
METAL
(ROOFING, FLASHING,
ROOF FASCIA)
COLOR TO MATCH
AEP SPAN "COOL SLATE GRAY" DURATECH 5000
PAINT COLORS:
NOTE: PAINT COLORS CHANGES SHALL ONLY OCCUR AT INSIDE
CORNERS, IF THERE ARE ANY DISCREPANCIES, CONTACT ARCHITECT.
PAINT COLORS OVER STUCCO SURFACES.
0901 BENJAMIN MOORE
"SIMPLY WHITE" OC-117
INSULATED GLASS SYSTEM IN WINDOW FRAMES
WINDOW FRAMES TO MATCH STOREFRONT
WOOD-LIKE AWNING
(AWNING, ARBORS,
& ACCENTS)
KNOTWOOD PERGOLA SYSTEM
"BLACK WALNUT"
WOOD-LIKE SIDING
NICHIHA VINTAGEWOOD SEE GENERAL NOTE F
SPRUCE AWP 3030 (INSTALL PER MFR. STANDARDS)
0904
0906
0905
FLAT ROOFS: TPO
SEE ROOF ASSEMBLY
/H12 A10.00
/F12 A10.00
/B12 A10.00
A.
B.
C.
D.
E.
a.
b.
c.
d.
F.
a.
b.
c.
d.
GRADE LINE SHOWN ON ELEVATIONS IS SCHEMATIC, S.C.D.
EXTERIOR SIGNAGE SHALL BE APPROVED UNDER A SEPARATE PERMIT.
REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB INFORMATION.
REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING FIXTURES AND NOTES.
STUCCO CONTROL JOINTS SHALL MEET THE FOLLOWING:
NO PANEL OR SECTION SHALL EXCEED A SQUARE FOOTAGE OF 144 SF.
THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16'-0".
CONTROL JOINTS SHALL BE LOCATED ON BOTH SIDES OF OPENINGS LARGER THAN 6'-0".
CONTROL JOINTS SHALL BE LOCATED AT AT LEAST ONE SIDE OF OPENINGS SMALLER THAN 6'-0".
FIBER CEMENT SIDING CONTROL AND EXPANSION JOINTS SHALL MEET THE FOLLOWING MANUFACTURER REQUIREMENTS:
VERTICAL OFFSET OF PANELS TO BE STAGGERED, PANEL LAYOUT SHALL BE PROVIDED WITH SHOP DRAWINGS FOR ARCHITECT'S REVIEW.
HORIZONTAL EXPANSION JOINTS TO BE 119-5/16" MAX. REPEAT AFTER EACH COURSE
HORIZONTAL EXPANSION JOINTS MAY NOT BE STAGGERED.
FASTEN ALL HORIZONTAL EXPANSION JOINTS AT EACH STUD LOCATION Thomas E. Jess
Licensed Architect
State of CaliforniaExpires 9/2025
License #C-27608
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
ClientProject
NO. REVISION DATE
Project
Date
Sheet
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF ARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS.
VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2024 Architect of Record/Consultant
Consultant
J
K
1112
G
H
J
K
1112
1319 MARSH STREET, STE. 200
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
Autodesk Docs://A24062 - Hotel Oxbow - Napa/A24062 - Hotel Oxbow - Napa.rvt 10/7/2025 4:25:33 PM
A24062
09/03/2025
A3.30 HOTEL OXBOW
PACIFIC HOTEL OXBOW, LLC
17 CORPORATE PLAZA DRIVE, SUITE 200
NEWPORT BEACH, CA 92660
(949) 422-6231
WEST BUILDING - EXTERIOR ELEVATIONS
730 WATER STREET, NAPA, CA 94559
1/8" = 1'-0"
WEST BUILDING - NORTH ELEVATIONE10
1/8" = 1'-0"
WEST BUILDING - WEST ELEVATIONK10
0502 PREFABRICATED METAL AWNING COVER.
0503 DECORATIVE PREFABRICATED METAL AWNING WITH STANDING SEAM ROOFING, INSTALL PER MANUFACTURER REQUIREMENTS.
0514 DECORATIVE PREFABRICATED METAL TRELLIS-STYLE AWNING, INSTALL PER MANUFACTURER REQUIREMENTS.
0522 42" HIGH RAILING.
0526 NON-STRUCTURAL DECORATIVE PREFABRICATED JULIETTE CABLE RAIL, INSTALL PER MANUFACTURER REQUIREMENTS.
2608 INTERIOR LIGHT, S.E.D. & I.D.D.
GENERAL NOTES
MATERIAL LEGEND
REFERENCE NOTES
2 OWNER UPDATES 09/17/2025
ATTACHMENT 4
L01 - FIRST FLOOR
(26.10)
0'-0"
MANSARD
50'-6 1/8"
11 1
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
6710 235812 9 4
HIGH PARAPET
57'-3 1/8"
E10
A3.41
B.O. CONCRETE
14'-10" PLATE HEIGHT A
9'-1"
K10
A3.41
OVERALL BUILDING HEIGHT
59'-8"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1"
B.O. SKIRT
12'-8"
9'-4"
7'-6"
9'-4"
7'-6" 7'-6"
0904
09050905
0904
0906 0906
E10
A3.42
L05 - T.O. PLATE/ROOF B
48'-4 3/8"
PLATE HEIGHT B
9'-11"
L01 - FIRST FLOOR
(26.10)
0'-0"
MANSARD
50'-6 1/8"
AN
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
CEGHJM BQ DL
HIGH PARAPET
57'-3 1/8"
E10
A3.40
K10
A3.40
F
OVERALL BUILDING HEIGHT
59'-9"
B.O. CONCRETE
14'-10"
B.O. SKIRT
12'-8"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1" PLATE HEIGHT A
9'-1"9'-4" 9'-4"
7'-6" 7'-6"7'-6"
7'-6"
0502
0905
09010901
09040904
0904
0904
L05 - T.O. PLATE/ROOF B
48'-4 3/8"
PLATE HEIGHT B
9'-11"
0503
3 COAT 20/30 FINE SAND COAT
W/ INTEGRAL COLOR
PAINTED STUCCO:
ROOF TOPPING: SLOPED / MANSARD ROOFS:
STANDING SEAM METAL ROOF
SEE ROOF ASSEMBLY
GLASS/WINDOWS:
ANODIZED ALUMINUM STOREFRONT,
KAWNEER "BLACK" #40
ALUMINUM STOREFRONT:
METAL
(ROOFING, FLASHING,
ROOF FASCIA)
COLOR TO MATCH
AEP SPAN "COOL SLATE GRAY" DURATECH 5000
PAINT COLORS:
NOTE: PAINT COLORS CHANGES SHALL ONLY OCCUR AT INSIDE
CORNERS, IF THERE ARE ANY DISCREPANCIES, CONTACT ARCHITECT.
PAINT COLORS OVER STUCCO SURFACES.
0901 BENJAMIN MOORE
"SIMPLY WHITE" OC-117
INSULATED GLASS SYSTEM IN WINDOW FRAMES
WINDOW FRAMES TO MATCH STOREFRONT
WOOD-LIKE AWNING
(AWNING, ARBORS,
& ACCENTS)
KNOTWOOD PERGOLA SYSTEM
"BLACK WALNUT"
WOOD-LIKE SIDING
NICHIHA VINTAGEWOOD SEE GENERAL NOTE F
SPRUCE AWP 3030 (INSTALL PER MFR. STANDARDS)
0904
0906
0905
FLAT ROOFS: TPO
SEE ROOF ASSEMBLY
/H12 A10.00
/F12 A10.00
/B12 A10.00
A.
B.
C.
D.
E.
a.
b.
c.
d.
F.
a.
b.
c.
d.
GRADE LINE SHOWN ON ELEVATIONS IS SCHEMATIC, S.C.D.
EXTERIOR SIGNAGE SHALL BE APPROVED UNDER A SEPARATE PERMIT.
REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB INFORMATION.
REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING FIXTURES AND NOTES.
STUCCO CONTROL JOINTS SHALL MEET THE FOLLOWING:
NO PANEL OR SECTION SHALL EXCEED A SQUARE FOOTAGE OF 144 SF.
THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16'-0".
CONTROL JOINTS SHALL BE LOCATED ON BOTH SIDES OF OPENINGS LARGER THAN 6'-0".
CONTROL JOINTS SHALL BE LOCATED AT AT LEAST ONE SIDE OF OPENINGS SMALLER THAN 6'-0".
FIBER CEMENT SIDING CONTROL AND EXPANSION JOINTS SHALL MEET THE FOLLOWING MANUFACTURER REQUIREMENTS:
VERTICAL OFFSET OF PANELS TO BE STAGGERED, PANEL LAYOUT SHALL BE PROVIDED WITH SHOP DRAWINGS FOR ARCHITECT'S REVIEW.
HORIZONTAL EXPANSION JOINTS TO BE 119-5/16" MAX. REPEAT AFTER EACH COURSE
HORIZONTAL EXPANSION JOINTS MAY NOT BE STAGGERED.
FASTEN ALL HORIZONTAL EXPANSION JOINTS AT EACH STUD LOCATION Thomas E. Jess
Licensed Architect
State of CaliforniaExpires 9/2025
License #C-27608
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
ClientProject
NO. REVISION DATE
Project
Date
Sheet
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF ARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS.
VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2024 Architect of Record/Consultant
Consultant
J
K
1112
G
H
J
K
1112
1319 MARSH STREET, STE. 200
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
Autodesk Docs://A24062 - Hotel Oxbow - Napa/A24062 - Hotel Oxbow - Napa.rvt 10/7/2025 4:25:53 PM
A24062
09/03/2025
A3.31 HOTEL OXBOW
PACIFIC HOTEL OXBOW, LLC
17 CORPORATE PLAZA DRIVE, SUITE 200
NEWPORT BEACH, CA 92660
(949) 422-6231
WEST BUILDING - EXTERIOR ELEVATIONS
730 WATER STREET, NAPA, CA 94559
1/8" = 1'-0"
WEST BUILDING - SOUTH ELEVATIONE10
1/8" = 1'-0"
WEST BUILDING - EAST ELEVATIONK10
0502 PREFABRICATED METAL AWNING COVER.
0503 DECORATIVE PREFABRICATED METAL AWNING WITH STANDING SEAM ROOFING, INSTALL PER MANUFACTURER REQUIREMENTS.
GENERAL NOTES
MATERIAL LEGEND
REFERENCE NOTES
2 OWNER UPDATES 09/17/2025
ATTACHMENT 4
0'-0"
L01 - FIRST FLOOR
(24.90)
MANSARD
50'-6 1/8"
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
16 15710121415 2361117 13 4
HIGH PARAPET
57'-3 1/8"
9 8
B.O. CONCRETE
14'-10"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1"
PLATE HEIGHT A
9'-1"
7'-6" 7'-6" 7'-6"
OVERALL BUILDING HEIGHT
59'-8"
TRASH ROOM
-6'-11"
9'-4" 9'-4"
6'-11"8'-1"
B.O. SKIRT
12'-8"
L05 - T.O. PLATE/ROOF B
48'-3 5/8"
PLATE HEIGHT B
9'-10 1/4"
K10
A4.40
E10
A4.40
0'-0"
L01 - FIRST FLOOR
(24.90)
MANSARD
50'-6 1/8"
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
AQ CFGHKLN BR M
HIGH PARAPET
57'-3 1/8"
DE
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1"
B.O. CONCRETE
14'-10"
7'-6" 7'-6"
7'-6"
PLATE HEIGHT A
9'-1"
OVERALL BUILDING HEIGHT
59'-7"
9'-4"9'-4"
15'-0"
B.O. SKIRT
12'-8"
L05 - T.O. PLATE/ROOF B
48'-3 5/8"
PLATE HEIGHT B
9'-10 1/4"
0703
TYP.
0703
TYP.
0704
E10
A4.41
K10
A4.41
3 COAT 20/30 FINE SAND COAT
W/ INTEGRAL COLOR
PAINTED STUCCO:
ROOF TOPPING: SLOPED / MANSARD ROOFS:
STANDING SEAM METAL ROOF
SEE ROOF ASSEMBLY
GLASS/WINDOWS:
ANODIZED ALUMINUM STOREFRONT,
KAWNEER "BLACK" #40
ALUMINUM STOREFRONT:
METAL
(ROOFING, FLASHING,
ROOF FASCIA)
COLOR TO MATCH
AEP SPAN "COOL SLATE GRAY" DURATECH 5000
PAINT COLORS:
NOTE: PAINT COLORS CHANGES SHALL ONLY OCCUR AT INSIDE
CORNERS, IF THERE ARE ANY DISCREPANCIES, CONTACT ARCHITECT.
PAINT COLORS OVER STUCCO SURFACES.
0901 BENJAMIN MOORE
"SIMPLY WHITE" OC-117
INSULATED GLASS SYSTEM IN WINDOW FRAMES
WINDOW FRAMES TO MATCH STOREFRONT
WOOD-LIKE AWNING
(AWNING, ARBORS,
& ACCENTS)
KNOTWOOD PERGOLA SYSTEM
"BLACK WALNUT"
WOOD-LIKE SIDING
NICHIHA VINTAGEWOOD SEE GENERAL NOTE F
SPRUCE AWP 3030 (INSTALL PER MFR. STANDARDS)
0904
0906
0905
FLAT ROOFS: TPO
SEE ROOF ASSEMBLY
/H12 A10.00
/F12 A10.00
/B12 A10.00
A.
B.
C.
D.
E.
a.
b.
c.
d.
F.
a.
b.
c.
d.
GRADE LINE SHOWN ON ELEVATIONS IS SCHEMATIC, S.C.D.
EXTERIOR SIGNAGE SHALL BE APPROVED UNDER A SEPARATE PERMIT.
REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB INFORMATION.
REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING FIXTURES AND NOTES.
STUCCO CONTROL JOINTS SHALL MEET THE FOLLOWING:
NO PANEL OR SECTION SHALL EXCEED A SQUARE FOOTAGE OF 144 SF.
THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16'-0".
CONTROL JOINTS SHALL BE LOCATED ON BOTH SIDES OF OPENINGS LARGER THAN 6'-0".
CONTROL JOINTS SHALL BE LOCATED AT AT LEAST ONE SIDE OF OPENINGS SMALLER THAN 6'-0".
FIBER CEMENT SIDING CONTROL AND EXPANSION JOINTS SHALL MEET THE FOLLOWING MANUFACTURER REQUIREMENTS:
VERTICAL OFFSET OF PANELS TO BE STAGGERED, PANEL LAYOUT SHALL BE PROVIDED WITH SHOP DRAWINGS FOR ARCHITECT'S REVIEW.
HORIZONTAL EXPANSION JOINTS TO BE 119-5/16" MAX. REPEAT AFTER EACH COURSE
HORIZONTAL EXPANSION JOINTS MAY NOT BE STAGGERED.
FASTEN ALL HORIZONTAL EXPANSION JOINTS AT EACH STUD LOCATION Thomas E. Jess
Licensed Architect
State of CaliforniaExpires 9/2025
License #C-27608
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
10 9 8 7 6 5 4 3 2 1
A
B
C
D
E
F
ClientProject
NO. REVISION DATE
Project
Date
Sheet
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF ARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS.
VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2024 Architect of Record/Consultant
Consultant
J
K
1112
G
H
J
K
1112
1319 MARSH STREET, STE. 200
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
Autodesk Docs://A24062 - Hotel Oxbow - Napa/A24062 - Hotel Oxbow - Napa.rvt 10/7/2025 4:26:19 PM
A24062
09/03/2025
A4.30 HOTEL OXBOW
PACIFIC HOTEL OXBOW, LLC
17 CORPORATE PLAZA DRIVE, SUITE 200
NEWPORT BEACH, CA 92660
(949) 422-6231
EAST BUILDING - EXTERIOR ELEVATIONS
730 WATER STREET, NAPA, CA 94559
1/8" = 1'-0"
EAST BUILDING - SOUTH ELEVATIONE10
1/8" = 1'-0"
EAST BUILDING - EAST ELEVATIONK10
GENERAL NOTES
MATERIAL LEGEND
REFERENCE NOTES
ATTACHMENT 4
0'-0"
L01 - FIRST FLOOR
(24.90)
MANSARD
50'-6 1/8"
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
161 5 7 10 12 14 152 3 6 11 17134
HIGH PARAPET
57'-3 1/8"
98 B.O. CONCRETE
14'-10"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1" PLATE HEIGHT A
9'-1"
7'-6" 7'-6" 7'-6"
OVERALL BUILDING HEIGHT
59'-8"
9'-4"9'-4"B.O. SKIRT
12'-8"
L05 - T.O. PLATE/ROOF B
48'-3 5/8"
0514
0514
PLATE HEIGHT B
9'-10 1/4"
0502
K10
A4.40
E10
A4.40
0'-0"
L01 - FIRST FLOOR
(24.90)
MANSARD
50'-6 1/8"
L02 - SECOND FLOOR
16'-0"
L03 - THIRD FLOOR
27'-1 5/8"
L04 - FOURTH FLOOR
38'-5 3/8"
L0G - GARAGE
-15'-0"
L05 - T.O. PLATE/ROOF A
47'-6 3/8"
A QC F G H K L NB RM
HIGH PARAPET
57'-3 1/8"
D E
B.O. CONCRETE
14'-10"
PLATE HEIGHT
10'-1"
PLATE HEIGHT
10'-1" PLATE HEIGHT
9'-1"
OVERALL BUILDING HEIGHT
59'-7"
7'-6" 7'-6" 7'-6"
9'-4" 9'-4"
15'-0"
B.O. SKIRT
12'-8"
L05 - T.O. PLATE/ROOF B
48'-3 5/8"
PLATE HEIGHT B
9'-10 1/4"
E10
A4.41
K10
A4.41
3 COAT 20/30 FINE SAND COAT
W/ INTEGRAL COLOR
PAINTED STUCCO:
ROOF TOPPING: SLOPED / MANSARD ROOFS:
STANDING SEAM METAL ROOF
SEE ROOF ASSEMBLY
GLASS/WINDOWS:
ANODIZED ALUMINUM STOREFRONT,
KAWNEER "BLACK" #40
ALUMINUM STOREFRONT:
METAL
(ROOFING, FLASHING,
ROOF FASCIA)
COLOR TO MATCH
AEP SPAN "COOL SLATE GRAY" DURATECH 5000
PAINT COLORS:
NOTE: PAINT COLORS CHANGES SHALL ONLY OCCUR AT INSIDE
CORNERS, IF THERE ARE ANY DISCREPANCIES, CONTACT ARCHITECT.
PAINT COLORS OVER STUCCO SURFACES.
0901 BENJAMIN MOORE
"SIMPLY WHITE" OC-117
INSULATED GLASS SYSTEM IN WINDOW FRAMES
WINDOW FRAMES TO MATCH STOREFRONT
WOOD-LIKE AWNING
(AWNING, ARBORS,
& ACCENTS)
KNOTWOOD PERGOLA SYSTEM
"BLACK WALNUT"
WOOD-LIKE SIDING
NICHIHA VINTAGEWOOD SEE GENERAL NOTE F
SPRUCE AWP 3030 (INSTALL PER MFR. STANDARDS)
0904
0906
0905
FLAT ROOFS: TPO
SEE ROOF ASSEMBLY
/H12 A10.00
/F12 A10.00
/B12 A10.00
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b.
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d.
GRADE LINE SHOWN ON ELEVATIONS IS SCHEMATIC, S.C.D.
EXTERIOR SIGNAGE SHALL BE APPROVED UNDER A SEPARATE PERMIT.
REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB INFORMATION.
REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING FIXTURES AND NOTES.
STUCCO CONTROL JOINTS SHALL MEET THE FOLLOWING:
NO PANEL OR SECTION SHALL EXCEED A SQUARE FOOTAGE OF 144 SF.
THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16'-0".
CONTROL JOINTS SHALL BE LOCATED ON BOTH SIDES OF OPENINGS LARGER THAN 6'-0".
CONTROL JOINTS SHALL BE LOCATED AT AT LEAST ONE SIDE OF OPENINGS SMALLER THAN 6'-0".
FIBER CEMENT SIDING CONTROL AND EXPANSION JOINTS SHALL MEET THE FOLLOWING MANUFACTURER REQUIREMENTS:
VERTICAL OFFSET OF PANELS TO BE STAGGERED, PANEL LAYOUT SHALL BE PROVIDED WITH SHOP DRAWINGS FOR ARCHITECT'S REVIEW.
HORIZONTAL EXPANSION JOINTS TO BE 119-5/16" MAX. REPEAT AFTER EACH COURSE
HORIZONTAL EXPANSION JOINTS MAY NOT BE STAGGERED.
FASTEN ALL HORIZONTAL EXPANSION JOINTS AT EACH STUD LOCATION Thomas E. Jess
Licensed Architect
State of CaliforniaExpires 9/2025
License #C-27608
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ClientProject
NO. REVISION DATE
Project
Date
Sheet
THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF ARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS.
VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2024 Architect of Record/Consultant
Consultant
J
K
1112
G
H
J
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1112
1319 MARSH STREET, STE. 200
SAN LUIS OBISPO, CA 93401
THOMAS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
ADDRESS
805.547.2240
ARRIS-STUDIO.COM
CONTACT
Autodesk Docs://A24062 - Hotel Oxbow - Napa/A24062 - Hotel Oxbow - Napa.rvt 10/7/2025 4:26:45 PM
A24062
09/03/2025
A4.31 HOTEL OXBOW
PACIFIC HOTEL OXBOW, LLC
17 CORPORATE PLAZA DRIVE, SUITE 200
NEWPORT BEACH, CA 92660
(949) 422-6231
EAST BUILDING - EXTERIOR ELEVATIONS
730 WATER STREET, NAPA, CA 94559
1/8" = 1'-0"
EAST BUILDING - NORTH ELEVATIONE10
1/8" = 1'-0"
EAST BUILDING - WEST ELEVATIONK10
GENERAL NOTES
MATERIAL LEGEND
REFERENCE NOTES
2 OWNER UPDATES 09/17/2025
ATTACHMENT 4